Freeport NIP(7.4)-LR001012 2502 Gravel Drive - Ft. Worth, TX 76118
817-589-9933
Date: October 12, 2000
Report of Built-Up Roof Inspection
PROJECT: Freeport Building VI
GENERAL CONTRACTOR: FIill & W'ilkenson
800 Klien Rd. Suite 100 - Piano, TX 75074
CONTACT: Mike Worley 214-299-4300 Mob. 214-914-7854
ROOFING CONTRACTOR: Pinkston Hollar
2887 A W. Pioneer Pkwy. - Arlington, TX
ROOFD,IG FOREMAN: Scott Lockwood Mob. 817-401-0809
MANU'FACTORER: Tarnko System - Type III Asphalt - 4 ply with ag~egate ballast
Punch List
On this date a representative for Reed Engineering was on site to examine the
completed roof at the above referenced project. The following items were noted for
correction:
1. Scupper det~ls were incomplete.
2. Excessive debris over the entire system, from several trades.
3. Pitchpans need to be over filled and sloped to sides to promote proper drainage.
4. Caulk in the panel seams is separating.
5. Drain cages were not set, some drains will need to be 'cleaned free of asphalt to
accomplish this.
6. Several pipe penetrations and pitchpans were set on the completed roof and
flashed with roof cement, rather than the required roof plies and/or modified
SBS with hot asphalt.
7. At the north expansion joint, north side, the aggregate application is thin and the
aggregate in place is covered with asphalt. This area will require additional loose
aggregate.
8. At the north expansion joint, south side on west wall, parallel to the second
scupper there 'is a gas leak in the pipe joint, a constant hissing sound was heard.
9. Several scupper on both sides of the building are considered low. This is evident
in that the water is draining through the scuppers instead of the drains. The
water has discolored the exterior wall. It is recommended that dams (gravel
guards) be placed in front of the scuppers to divert the water to the drains. A
detail is attached with this report.
Technician: J. Halverson/Williams, RRO Time: 4 hours